JP3183648U - Groove structure - Google Patents

Groove structure Download PDF

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JP3183648U
JP3183648U JP2013001342U JP2013001342U JP3183648U JP 3183648 U JP3183648 U JP 3183648U JP 2013001342 U JP2013001342 U JP 2013001342U JP 2013001342 U JP2013001342 U JP 2013001342U JP 3183648 U JP3183648 U JP 3183648U
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side wall
shaped block
height
adjusting member
mortar
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裕 岸田
光正 広本
隆男 三浦
利将 佐伯
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株式会社ダイクレ
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Abstract

【課題】U字状ブロックの側壁に蓋部が道路路面の勾配に合うように設置するための高さ調整部材を蓋部用受部とは別個に構成して軽量化すると共に、蓋部の厚みが異なる場合、受部の取換えだけで対応できるようにし、高さ調整部材の傾きを調整して前記側壁との間の隙間に充填したモルタルへの表面仕上げを不要にする溝構造を提供する。
【解決手段】高さ調整部材23はU字状ブロックの側壁21aに高さ調整可能に取付けられる垂下部と、側壁上端面上に被さり、モルタル充填口を備えると共に、ボルトを突設した水平部23bよりなり、型枠を水平部端と側壁外側面に当てがって取付けたのち、側壁上端面と水平部23bとの間の隙間にモルタル充填し、その後、水平部23b上に受枠31をボルトとナット33にて固着する。次に受枠間にグレーチングを架設する。
【選択図】図12
A height adjusting member for installing a lid on a side wall of a U-shaped block so as to match a slope of a road surface is configured separately from a lid receiving portion to reduce the weight of the lid. When the thickness is different, it is possible to cope with it only by replacing the receiving part, and the inclination of the height adjustment member is adjusted to provide a groove structure that eliminates the need for surface finishing on the mortar filled in the gap between the side walls. To do.
A height adjusting member 23 has a hanging portion attached to a side wall 21a of a U-shaped block so that the height can be adjusted, a horizontal portion that covers a top end surface of the side wall, has a mortar filling port, and projects a bolt. 23b, and after the mold is attached to the horizontal end and the side wall outer surface, the gap between the side wall upper end surface and the horizontal portion 23b is filled with mortar, and then the receiving frame 31 is placed on the horizontal portion 23b. Secure with bolts and nuts 33. Next, a grating is installed between the receiving frames.
[Selection] Figure 12

Description

本考案は、道路を横断して設置される横断溝や道路脇に設置される側溝などの溝構造に関し、ことに道路を横断し、或いは道路脇に一直線上に並べて設置されるプレキャストコンクリート製のU字状ブロックと、該U字状ブロックの内側縁に取付けられる鋼製の受枠と、溝両側の受枠間に掛け渡して取付られるグレーチング等の溝蓋からなる溝構造に関する。   The present invention relates to a groove structure such as a transverse groove installed across the road and a side groove installed on the side of the road, in particular, made of precast concrete that is installed across the road or in a straight line on the side of the road. The present invention relates to a groove structure including a U-shaped block, a steel receiving frame attached to an inner edge of the U-shaped block, and a groove cover such as a grating that is attached between receiving frames on both sides of the groove.

図1は、プレキャストコンクリート製のU字状ブロック1と、該U字状ブロック1の内側縁の段に取付けられる鋼製の受枠2と、両側の受枠間に掛け渡して取付けられる溝蓋3からなる従来の溝構造の一例を示すもので、こうした溝構造を横断溝に適用する場合、道路路面は水はけのため、中央の頂部より裾の道路脇に向かって下り勾配をなしているため、U字状ブロック1を図2に示すように下面を接合して設置すると、頂部では折れ部によりU字状ブロック1の上面間或いは溝蓋3間に大きな隙間が発生する。   FIG. 1 shows a U-shaped block 1 made of precast concrete, a steel receiving frame 2 attached to a step on the inner edge of the U-shaped block 1, and a groove cover 3 attached between both receiving frames. An example of a conventional groove structure is shown. When such a groove structure is applied to a transverse groove, the road surface is drained and has a downward slope from the top to the side of the road at the bottom. When the character block 1 is installed with its lower surface joined as shown in FIG. 2, a large gap is generated between the upper surface of the U-shaped block 1 or between the groove lids 3 due to the bent portion at the top.

図1に示す溝構造を道路脇の側溝に適用する場合、図3に示すように排水が道路勾配とは逆向きに行われることがある。この場合には、図示するようにU字状ブロック1の底部にモルタル5を充填して所要の水勾配を採っているが、道路勾配と逆向きの水勾配の区間が長くなるほど、モルタル5の充填量も多くなり、必要な排水断面を確保するためにU字状ブロック1に深いものを使用する必要がある。   When the groove structure shown in FIG. 1 is applied to a side groove on the road side, as shown in FIG. 3, drainage may be performed in a direction opposite to the road gradient. In this case, as shown in the figure, the bottom of the U-shaped block 1 is filled with the mortar 5 to obtain the required water gradient. However, the longer the water gradient section opposite to the road gradient, the longer the mortar 5 has. The filling amount also increases, and it is necessary to use a deep U-shaped block 1 in order to secure a necessary drainage cross section.

U字状ブロックを所要の水勾配が採られるように設置すると共に、溝蓋を道路路面に合わせて設置できるようにした溝構造も知られる。下記文献1に示されるものがそうで、金属又は耐熱性樹脂製のU字状ブロックを所要の溝勾配が採れるように設置したのち、U字状ブロックの両側に高さ調整部材をグレーチング架設用の段が水平となるように高さ調整して取付け、ついでU字状ブロックと、該ブロックに取付けられた高さ調整部材の外側にセメントモルタルを充填して床面を構成後、前記段にグレーチングを取付けた構造となっている。   There is also known a groove structure in which a U-shaped block is installed so as to obtain a required water gradient, and a groove lid can be installed in accordance with a road surface. As shown in the following document 1, after installing a U-shaped block made of metal or heat-resistant resin so that the required groove gradient can be taken, height adjustment members are installed for grating installation on both sides of the U-shaped block. After adjusting the height so that the level of the step is horizontal, the U-shaped block and the outside of the height adjusting member attached to the block are filled with cement mortar to form the floor, It has a structure with a grating attached.

特許第2548086号Japanese Patent No. 2548086

図1に示されるU字状ブロック1を用いて横断溝を構成する場合、U字状ブロック1を図4に示すように水平に設置したのち(水勾配を採るためにU字状ブロック1を所要の水勾配が採れるように設置したり、ブロック底にモルタルを充填してもよい)、文献1に開示される高さ調整部材7を段が道路勾配と合致するように高さ調整してU字状ブロック1に取付け、ついでU字状ブロック1の側壁上端面と高さ調整部材7との間の隙間にモルタル8を充填すれば、高さ調整部材の段に架設される溝蓋間の折れ部における隙間を小さくすることができる。   When the transverse groove is configured using the U-shaped block 1 shown in FIG. 1, after the U-shaped block 1 is installed horizontally as shown in FIG. 4 (the U-shaped block 1 is used to take a water gradient). It may be installed so that the required water gradient can be taken, or the bottom of the block may be filled with mortar), and the height adjustment member 7 disclosed in Literature 1 is adjusted so that the steps match the road gradient. If the mortar 8 is filled in the gap between the upper end surface of the side wall of the U-shaped block 1 and the height adjusting member 7 after being attached to the U-shaped block 1, the gap between the groove lids laid on the step of the height adjusting member The gap in the bent portion can be reduced.

また図1に示されるU字状ブロック1を用いて道路脇の側溝を道路勾配とは逆向きの水勾配をなすように設置する場合、U字状ブロック1を図5に示すように所要の水勾配を採って設置したのち、文献1の前記高さ調整部材7を段が道路勾配と合致するように高さ調整してU字状ブロック1に取付け、ついでU字状ブロック1の側壁上端面と高さ調整部材7との間の隙間にモルタル8を充填すれば、所要の水勾配を得るためにU字状ブロック1の底部にモルタルを充填する必要がなく、必要な排水断面を確保することができる。   Further, when the U-shaped block 1 shown in FIG. 1 is used to install a side gutter on the road side so as to form a water gradient opposite to the road gradient, the U-shaped block 1 is required as shown in FIG. After installing with a water gradient, the height adjusting member 7 of Document 1 is height-adjusted so that the step matches the road gradient and attached to the U-shaped block 1, then on the side wall of the U-shaped block 1 If the gap between the end face and the height adjusting member 7 is filled with mortar 8, it is not necessary to fill the bottom of the U-shaped block 1 with the mortar to obtain the required water gradient, and the necessary drainage cross section is secured. can do.

以上のように高さ調整部材7を用いて段が道路路面の勾配と合致するように高さ調整すれば、溝蓋間の折れ部における隙間を小さくできると共に、必要な水勾配を得るためにU字状ブロックの底部にモルタルを充填する必要がなくなり、必要な排水断面を確保でき、また図2及び図3に示すようにU字状ブロック1を道路路面の勾配に合致するように設置する場合、接続されるU字状ブロック間に不陸などの段差が生じて受枠が取付けにくくなり、段差解消のためU字状ブロックを位置や傾き調整するのは、U字状ブロックの重量が重いために容易でないなどの問題があるのに対し、高さ調整部材7はU字状ブロック1に比べ、軽量であり、調整が容易であるなどの利点があるが、
(1)高さ調整部材7は、U字状ブロック1に比べると軽量であるとはいえ、かなりな重量があることから、より軽量化して持ち運びや取付時の取り扱いがより容易に行えるようにすることが望まれ、
(2)溝蓋には厚みが最小のものから、その数倍の最大のものまで大小様々なものがあり、厚みの異なる溝蓋に対応できるようにするには、各溝蓋の厚みに対応する高さの段を備えた数多くの高さ調整部材が必要であり、また
(3)モルタルを充填するには、図6に示すように型枠11を設置し、受枠12の段を構成する立上り部12aと、型枠11との間よりモルタルを充填することになる、と思われるが、型枠11を取付けるのには多大な手間を要するうえ、溝蓋装着上、立上り部12aが必要であるため、該立上り部12aが邪魔となってモルタル充填口をブロックの側壁上端面の巾方向にあまり広く採ることができず、モルタル充填の作業性が悪く、また多くの場合、モルタル充填後、モルタルの表面仕上げを行う必要があること、
などの問題がある。
本考案は前記の要望及び問題に対処することが可能な溝構造を提供することを目的とする。
As described above, if the height is adjusted using the height adjusting member 7 so that the step matches the slope of the road surface, the gap at the fold between the groove lids can be reduced and the necessary water gradient can be obtained. It is not necessary to fill the bottom of the U-shaped block with mortar, the necessary drainage cross section can be secured, and the U-shaped block 1 is installed so as to match the slope of the road surface as shown in FIGS. In this case, a step such as unevenness occurs between the U-shaped blocks to be connected, making it difficult to attach the receiving frame, and adjusting the position and inclination of the U-shaped block to eliminate the level difference makes the U-shaped block heavy. However, the height adjusting member 7 is lighter than the U-shaped block 1 and has advantages such as easy adjustment.
(1) Although the height adjustment member 7 is lighter than the U-shaped block 1, it has a considerable weight, so that it is lighter so that it can be easily carried and handled during installation. Hope to do,
(2) There are various types of groove lids ranging from the smallest thickness to the largest several times the maximum, and in order to be able to cope with groove lids with different thicknesses, it corresponds to the thickness of each groove lid. A number of height adjustment members having a height step are required. (3) In order to fill the mortar, the mold 11 is installed as shown in FIG. It seems that mortar will be filled between the rising part 12a and the mold 11 but it takes a lot of labor to attach the mold 11 and the rising part 12a is necessary for mounting the groove lid. Therefore, the rising portion 12a is obstructive, and the mortar filling port cannot be taken so wide in the width direction of the upper end surface of the side wall of the block. Mortar surface finish needs to be done,
There are problems such as.
It is an object of the present invention to provide a groove structure that can cope with the above-mentioned demands and problems.

請求項1に係る考案は、道路を横断し、或いは道路脇に一直線上に並べて水平に又は排水のため所要の水勾配を有して設置されるプレキャストコンクリート製のU字状ブロックと、垂下部と水平部よりなり、垂下部はU字状ブロックを構成する側壁内側面に取付手段により高さ調整可能に固定される一方、垂下部上端より横向きに屈折する前記水平部は、モルタル充填口を有して、前記U字状ブロックの側壁上端面に被さる高さ調整部材と、前記U字状ブロック側壁に高さ調整して取付けられる高さ調整部材の水平部と、U字状ブロック側壁上端面との間の隙間に前記モルタル充填口を通して充填されるモルタルと、該モルタル充填後、前記高さ調整部材の水平部に設けられる溝蓋用受部と、該受部に掛け渡されて取付けられる溝蓋とよりなり、前記溝蓋用受部は前記高さ調整部材の水平部に固着手段により固着されるアングル状の受枠よりなるか、或いは前記高さ調整部材の水平部と、該水平部に固着手段により固着されるアングル材の立上がり部とで構成されることを特徴とする。   The invention according to claim 1 is a U-shaped block made of precast concrete installed across the road or in a straight line on the side of the road horizontally or with a required water gradient for drainage, and a hanging part The horizontal part is fixed to the inner side surface of the side wall constituting the U-shaped block by a mounting means so that the height can be adjusted, while the horizontal part refracted laterally from the upper end of the vertical part has a mortar filling port. A height adjusting member that covers the upper end surface of the U-shaped side wall of the U-shaped block; a horizontal portion of the height adjusting member that is attached to the U-shaped block side wall by adjusting the height; and on the U-shaped block side wall. A mortar filled through the mortar filling port into a gap between the end surface, a groove lid receiving portion provided on a horizontal portion of the height adjusting member after the mortar filling, and a hangar attached to the receiving portion. Grooved lid and more The groove lid receiving portion is composed of an angle-shaped receiving frame fixed to the horizontal portion of the height adjusting member by fixing means, or fixed to the horizontal portion of the height adjusting member and the horizontal portion by fixing means. It is characterized by comprising a rising portion of an angled material.

請求項2に係る考案は、請求項1に係る考案において、前記高さ調整部材は、一端に垂下部を備えた水平部の他端より降下し、前記垂下部とでU字状ブロックの側壁上端部を挟み込む第2の垂下部を有することを特徴とする。   The device according to claim 2 is the device according to claim 1, wherein the height adjusting member descends from the other end of the horizontal portion having a hanging portion at one end, and the side wall of the U-shaped block with the hanging portion. It has the 2nd drooping part which pinches | interposes an upper end part, It is characterized by the above-mentioned.

請求項1に係る考案によると、高さ調整部材をU字状ブロックの側壁に取付けたのち、受枠又はアングル材が高さ調整部材の水平部に固着されるようになっており、高さ調整部材と受枠又はアングル材が別個に形成され、個々の部材は軽量であるため持ち運びや取付時の取り扱いが容易に行えること、溝蓋の厚みが異なる場合、その厚みに対応した受枠又はアングル材を用いて前記高さ調整部材の水平部に固着すればよく、溝蓋の厚みが異なっても高さ調整部材は共通使用できること、高さ調整部材の水平部に形成されるモルタル充填口は水平部の幅方向全体にわたって幅広に形成することが可能で、モルタルの充填が容易に行えると共に、モルタル充填口は受枠又は溝蓋で覆われ、一部が覆われないようなことがあったとしてもアスファルト舗装時にアスファルトで覆われるため、充填されたモルタルの表面仕上げを行う必要がないこと等の効果を有する。   According to the first aspect of the invention, the height adjustment member is attached to the side wall of the U-shaped block, and then the receiving frame or the angle member is fixed to the horizontal portion of the height adjustment member. The member and the receiving frame or angle material are formed separately, and each member is lightweight, so it can be easily carried and handled at the time of installation, and when the thickness of the groove lid is different, the receiving frame or angle material corresponding to the thickness The height adjustment member can be fixed to the horizontal portion of the height adjustment member, and the height adjustment member can be used in common even if the thickness of the groove lid is different. The mortar filling port formed in the horizontal portion of the height adjustment member is a horizontal portion. The mortar filling port can be easily filled and the mortar filling port is covered with a receiving frame or a groove lid, and even if part of it is not covered, Since covered with asphalt during paving, having an effect such as that there is no need to perform surface finishing of the filled mortar.

請求項2に係る考案によると、第2の垂下部は型枠としての機能を果たし、高さ調整部材を取付けるだけで型枠の取付を不要にできる。   According to the second aspect of the invention, the second hanging part functions as a mold, and the attachment of the mold can be made unnecessary only by attaching the height adjusting member.

従来の溝構造の断面図。Sectional drawing of the conventional groove structure. 道路横断溝の中央部分における模式図。The schematic diagram in the center part of a road crossing ditch. 道路勾配と水勾配が逆向きをなす側溝の模式図。The schematic diagram of the gutter where a road gradient and a water gradient make a reverse direction. U字状ブロックに高さ調整部材を取付けた横断溝の中央部分における模式図。The schematic diagram in the center part of the transverse groove which attached the height adjustment member to the U-shaped block. 道路勾配と水勾配が逆向きをなす側溝において、U字状ブロックに高さ調整部材を取付けた模式図。The schematic diagram which attached the height adjustment member to the U-shaped block in the side groove where a road gradient and a water gradient make a reverse direction. U字状ブロックの側壁上部に受枠と型枠を取付けた断面図。Sectional drawing which attached the receiving frame and the formwork to the side wall upper part of a U-shaped block. 本考案に係る溝構造で用いられるU字状ブロックの断面図。Sectional drawing of the U-shaped block used by the groove | channel structure which concerns on this invention. 図7に示すU字状ブロックに高さ調整部材を取付けた断面図。Sectional drawing which attached the height adjustment member to the U-shaped block shown in FIG. 図8に示す高さ調整部材の斜視図。The perspective view of the height adjustment member shown in FIG. U字状ブロックの側壁上部に高さ調整部材を取付けた断面図。Sectional drawing which attached the height adjustment member to the side wall upper part of a U-shaped block. モルタルを充填した断面図。Sectional drawing filled with mortar. U字状ブロックの側壁上部に高さ調整部材、受枠及びグレーチングを取付けた断面図。Sectional drawing which attached the height adjustment member, the receiving frame, and the grating to the upper part of the side wall of the U-shaped block. ブロック側壁上部に高さ調整部材を介して取付けた受枠にグレーチングを取付けた状態をブロック内側からみた図。The figure which looked at the state which attached the grating to the receiving frame attached to the block side wall upper part via the height adjustment member from the block inner side. 図12に示す受枠の代わりにアングル材を取付けて受部を構成した断面図。Sectional drawing which attached the angle material instead of the receiving frame shown in FIG. 12, and comprised the receiving part. 高さ調整部材の水平部端に垂下部を一体形成した断面図。Sectional drawing which integrally formed the drooping part in the horizontal part end of the height adjustment member.

以下、本考案の実施形態の溝構造について図面により説明する。
図7は、両側壁21aと、該両側壁21aを下端において連結する底壁21bよりなるプレキャストコンクリート製のU字状ブロック21を示すもので、各側壁21aは上端が平坦面となっており、内側上部にはブロック21の長手方向の両端部にボルト22が対向して内向きに突設されている。
Hereinafter, a groove structure according to an embodiment of the present invention will be described with reference to the drawings.
FIG. 7 shows a U-shaped block 21 made of precast concrete comprising both side walls 21a and a bottom wall 21b connecting the both side walls 21a at the lower end, and each side wall 21a has a flat upper end. Bolts 22 are protruded inwardly on the inner upper portion so as to face opposite ends of the block 21 in the longitudinal direction.

図8は、側壁21aの内側上部に高さ調整部材23を取付けたU字状ブロックを示すもので、高さ調整部材23は鋼製で、図9に示すように垂下部23aと、該垂下部23aの上端より横向きに屈折する水平部23bよりなるアングル状をなし、垂下部23aには長手方向両端部に前記ボルト22がスライド可能に通される縦孔25が前記ボルト22に対応する箇所に形成されている。そして水平部23bには、長手方向両端部にボルト26が上向きに突設され、またボルト間にはモルタル充填口27が形成されている。このモルタル充填口27は図8に示す例では高さ調整部材23の長手方向に定間隔で複数形成されているが、一つ形成されていてもよい。 FIG. 8 shows a U-shaped block in which a height adjusting member 23 is attached to the inner upper portion of the side wall 21a. The height adjusting member 23 is made of steel, and as shown in FIG. An angle formed by a horizontal portion 23b refracted laterally from the upper end of the portion 23a, and a vertical hole 25 through which the bolt 22 is slidable at both ends in the longitudinal direction of the hanging portion 23a corresponds to the bolt 22 Is formed. In the horizontal portion 23b, bolts 26 protrude upward at both ends in the longitudinal direction, and a mortar filling port 27 is formed between the bolts. In the example shown in FIG. 8, a plurality of the mortar filling ports 27 are formed at regular intervals in the longitudinal direction of the height adjusting member 23, but one may be formed.

ブロック21の側壁上部に高さ調整部材23を取り付けるため、該高さ調整部材23は、両端の縦孔25が前記ボルト22に差込まれ、該ボルト22と共に取付手段を構成するナット24が垂下部23aより突出するボルト22に捩じ込まれて締着され固定されるようになっている。 In order to attach the height adjusting member 23 to the upper part of the side wall of the block 21, the vertical hole 25 at both ends of the height adjusting member 23 is inserted into the bolt 22, and the nut 24 that constitutes the attaching means together with the bolt 22 is suspended. A bolt 22 protruding from the portion 23a is screwed to be fastened and fixed.

図10は、ブロック21の側壁上部に取付けられる高さ調整部材23の詳細を示すもので、該高さ調整部材23はボルト22に通される縦孔25の範囲内で図の矢印方向に高さ調整が行われ、長手方向両端の高さを変えることで高さ調整部材23の傾きを調整できるようになっており、傾いて取付けられた高さ調整部材23は少なくとも一端が側壁上端面上に位置して該上端面との間に隙間29を形成している。   FIG. 10 shows details of the height adjusting member 23 attached to the upper portion of the side wall of the block 21, and the height adjusting member 23 is high in the direction of the arrow in the drawing within the range of the vertical hole 25 that passes through the bolt 22. The height of the height adjustment member 23 can be adjusted by changing the height at both ends in the longitudinal direction. At least one end of the height adjustment member 23 attached to the inclination is on the side wall upper end surface. A gap 29 is formed between the upper end surface and the upper end surface.

傾きを調整して取り付けたのち、図11に示すように型枠28が高さ調整部材23の垂下部23aとでブロック側壁21aの上端部を挟み込むようにして当てがわれ、常法のようにして固定され、これにより前記隙間29がモルタル充填口27を除いて閉じられるようになっている。   After adjusting the inclination, as shown in FIG. 11, the mold frame 28 is applied so that the upper end of the block side wall 21a is sandwiched between the hanging part 23a of the height adjusting member 23, and the conventional method is used. Thus, the gap 29 is closed except for the mortar filling port 27.

高さ調整部材23を取付後、水平部23bのモルタル充填口27より前記隙間29内にモルタル30を打込んで充填する。養生後、型枠28は取り外されるが、取付けたままで埋め殺しされるようにしてもよい。   After attaching the height adjusting member 23, the mortar 30 is driven and filled into the gap 29 from the mortar filling port 27 of the horizontal portion 23b. After curing, the formwork 28 is removed, but it may be buried and left attached.

隙間29にモルタル充填後、図12に示すように受部を構成するアングル状の受枠31がその外側に固着の取付部32を前記ボルト26に差込み、該ボルト26の突出部分に捩じ込んだナット33(このナット33は、取付部32及びボルト26と共に受枠31の固着手段を構成する)により締着されて固定されるようになっている。   After filling the gap 29 with mortar, as shown in FIG. 12, the angle-shaped receiving frame 31 constituting the receiving portion inserts the fixing portion 32 fixed to the outside thereof into the bolt 26 and screwed into the protruding portion of the bolt 26. The nut 33 (the nut 33 constitutes a fixing means of the receiving frame 31 together with the mounting portion 32 and the bolt 26) is fastened and fixed.

以上のようにしてブロック21の両側壁21aに高さ調整部材23、モルタルの充填、型枠31の取付けが順に行われたのち、蓋部、例えば図示するようなグレーチング35が受枠に装着して受枠間に掛け渡して取付けられ(図12参照)、グレーチング35の取付けに前後してアスファルト舗装が常法のようにして行われる。図中、34はアスファルト舗装層である。   After the height adjusting member 23, the mortar filling, and the mold 31 are sequentially attached to the side walls 21a of the block 21 as described above, a lid, for example, a grating 35 as shown in the figure is attached to the receiving frame. Attached between receiving frames (see FIG. 12), asphalt pavement is performed in a conventional manner before and after the attachment of the grating 35. In the figure, 34 is an asphalt pavement layer.

図13は、ブロック21の側壁上部に高さ調整部材23を介して取付けた受枠31にグレーチング35を取付けた状態を示すもので、図13では高さ調整部材23は水平で傾斜して取り付けられていないが、傾斜させる場合は長孔25の範囲内で高さ調整部材23の高さ調整が行われる。   FIG. 13 shows a state in which the grating 35 is attached to the receiving frame 31 attached to the upper part of the side wall of the block 21 via the height adjusting member 23. In FIG. 13, the height adjusting member 23 is attached horizontally and inclined. However, in the case of inclining, the height of the height adjusting member 23 is adjusted within the range of the long hole 25.

本実施形態の溝構造によると、受枠31が高さ調整部材23と別体をなし、それぞれが軽量となるため持ち運びや取付時の取り扱いが容易となること、グレーチング35には厚みの異なる様々なタイプのものがあり、グレーチング35の厚みに応じて、それに適した受枠31が用いられ、高さ調整部材23はグレーチング35の厚みの如何にかかわらず、共通使用できること、高さ調整部材23の水平部23bにはボルト23間に障害物がないため、モルタル充填口26を幅広く形成することが可能で、水平部側端面より垂下部23aに向け切り欠いて水平部23bの幅方向全体にわたって形成することもでき、モルタルの充填が容易となること、受枠31取付後、モルタル充填口27は受枠31及び取付部32で覆われるため、モルタル充填口27より露出するモルタルの表面仕上げを行う必要がないこと等の効果を奏する。   According to the groove structure of the present embodiment, the receiving frame 31 is separate from the height adjusting member 23, and each is light in weight so that it can be easily carried and handled during installation. The grating 35 has various thicknesses. There is a type, and a receiving frame 31 suitable for the thickness of the grating 35 is used. The height adjusting member 23 can be used in common regardless of the thickness of the grating 35, and the height adjusting member 23 can be used horizontally. Since there is no obstacle between the bolts 23 in the portion 23b, it is possible to form the mortar filling port 26 in a wide range. The mortar filling port 26 is notched toward the hanging portion 23a from the end surface on the horizontal portion side and formed over the entire width direction of the horizontal portion 23b. The mortar filling is facilitated, and the mortar filling port 27 is covered with the receiving frame 31 and the mounting portion 32 after the receiving frame 31 is mounted. The effect of such it is not necessary to perform surface finishing of mortar exposed from the mouth 27.

前記実施形態では、受枠31は取付部32において、高さ調整部材23の水平部23bにボルト26とナット33にて固定されているが、前記水平部23bに溶接にて固定することもできる。   In the embodiment, the receiving frame 31 is fixed to the horizontal portion 23b of the height adjusting member 23 by the bolt 26 and the nut 33 in the mounting portion 32, but can be fixed to the horizontal portion 23b by welding.

前記実施形態ではまた、受部は受枠31より構成されているが、別の実施形態では、図14に示すように高さ調整部材23の水平部23bと、該水平部23bに固着されるアングル材37の立上がり部37aとで構成される。本実施形態では、受枠31を有しない分、受部の構成が簡素化される。   In the above embodiment, the receiving portion is constituted by the receiving frame 31, but in another embodiment, as shown in FIG. 14, the horizontal portion 23b of the height adjusting member 23 and the angle fixed to the horizontal portion 23b. It is constituted by a rising portion 37a of the material 37. In the present embodiment, the configuration of the receiving portion is simplified because the receiving frame 31 is not provided.

前記実施形態ではまた、モルタル充填時に型枠28が取付けられるが、別の実施形態では図15に示すように、高さ調整部材39のモルタル充填口27を備えた水平部39b端に垂下部39cが一体形成され、ブロック21の側壁上端部に嵌合したとき垂下部39cと高さ調整部材39の前記垂下部23aとでブロック21の側壁上端部を挟み込み、型枠代わりにされる。前記型枠28が不要となる分、作業が簡素化できる。   In the above embodiment, the mold 28 is attached at the time of filling the mortar. In another embodiment, as shown in FIG. 15, the hanging portion 39c is provided at the end of the horizontal portion 39b provided with the mortar filling port 27 of the height adjusting member 39. Are integrally formed, and the upper end portion of the side wall of the block 21 is sandwiched between the hanging portion 39c and the hanging portion 23a of the height adjusting member 39 when fitted to the upper end portion of the side wall of the block 21 to replace the formwork. Since the mold 28 is not necessary, the work can be simplified.

21・・プレキャストコンクリート製のU字状ブロック
21a・・側壁
22、26・・ボルト
23、39・・高さ調整部材
23a・・垂下部
23b・・水平部
24、33・・ナット
25・・縦孔
27・・モルタル充填口
28・・型枠
29・・隙間
31・・受枠
35・・グレーチング
37・・アングル材
21 ·· U-shaped block 21a made of precast concrete · · Side walls 22, 26 · · Bolts 23 and 39 · · Height adjustment member 23a · · Hanging portion 23b · · Horizontal portions 24 and 33 · · Nut 25 · · Vertical Hole 27 ・ ・ Mortar filling port 28 ・ ・ Formwork 29 ・ ・ Gap 31 ・ ・ Receiving frame 35 ・ ・ Grating 37 ・ ・ Angle material

Claims (2)

道路を横断し、或いは道路脇に一直線上に並べて水平に又は排水のため所要の水勾配を有して設置されるプレキャストコンクリート製のU字状ブロックと、垂下部と水平部よりなり、垂下部はU字状ブロックを構成する側壁内側面に取付手段により高さ調整可能に固定される一方、垂下部上端より横向きに屈折する前記水平部は、モルタル充填口を有して、前記U字状ブロックの側壁上端面に被さる高さ調整部材と、前記U字状ブロック側壁に高さ調整して取付けられる高さ調整部材の水平部と、U字状ブロック側壁上端面との間の隙間に前記モルタル充填口を通して充填されるモルタルと、該モルタル充填後、前記高さ調整部材の水平部に設けられる溝蓋用受部と、該受部に掛け渡されて取付けられる溝蓋とよりなり、前記溝蓋用受部は前記高さ調整部材の水平部に固着手段により固着されるアングル状の受枠よりなるか、或いは前記高さ調整部材の水平部と、該水平部に固着手段により固着されるアングル材の立上がり部とで構成されることを特徴とする溝構造。   It consists of a U-shaped block made of precast concrete that is installed horizontally with a required water gradient for drainage, and a hanging part and a horizontal part. Is fixed to the inner side surface of the side wall constituting the U-shaped block by a mounting means so that the height can be adjusted, while the horizontal portion refracted laterally from the upper end of the hanging portion has a mortar filling port, and the U-shaped The height adjustment member that covers the upper end surface of the side wall of the block, the horizontal portion of the height adjustment member that is attached by adjusting the height to the U-shaped block side wall, and the gap between the upper end surface of the U-shaped block side wall A mortar filled through a mortar filling port; a groove lid receiving portion provided on a horizontal portion of the height adjusting member after the mortar filling; and a groove lid mounted on the receiving portion. The groove lid receiving part is front It consists of an angle-shaped receiving frame fixed to the horizontal part of the height adjusting member by fixing means, or a horizontal part of the height adjusting member and a rising part of the angle member fixed to the horizontal part by the fixing means A groove structure characterized by comprising. 前記高さ調整部材は、一端に垂下部を備えた水平部の他端より降下し、前記垂下部とでU字状ブロックの側壁上端部を挟み込む第2の垂下部を有することを特徴とする請求項1記載の溝構造。   The height adjusting member has a second hanging portion that descends from the other end of the horizontal portion having a hanging portion at one end and sandwiches the upper end portion of the side wall of the U-shaped block with the hanging portion. The groove structure according to claim 1.
JP2013001342U 2013-03-13 2013-03-13 Groove structure Expired - Lifetime JP3183648U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20180006690A (en) * 2016-07-11 2018-01-19 신영기술개발(주) Open/close cover structure for tunnel common duct

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20180006690A (en) * 2016-07-11 2018-01-19 신영기술개발(주) Open/close cover structure for tunnel common duct

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